Question 2: For the reinforced concrete structural plan shown in figure, it is required to: > Calculate the design working and ultimate loads for the marked beams B1, B2 and B3. > Design the beam B1. Assume that: Live loads; LL = 2 kN/m², Thickness of the slab=D0.12 m, flooring cover = 2 kN/m?. f'. = 21 MPa, f, = 420 MPa. B2 2 5 2.50 00 00' B1 B3 3.50

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 2:
For the reinforced concrete structural plan shown in figure, it is required to:
> Calculate the design working and ultimate loads for the marked beams B1, B2 and
B3.
> Design the beam B1.
Assume that: Live loads; LL = 2 kN/m², Thickness of the slab=0.12 m, flooring cover =
2 kN/m?. f'. = 21 MPa, f, = 420 MPa.
B2
2
2.00
2.50
00
В1
B3
3.50
00'
Transcribed Image Text:Question 2: For the reinforced concrete structural plan shown in figure, it is required to: > Calculate the design working and ultimate loads for the marked beams B1, B2 and B3. > Design the beam B1. Assume that: Live loads; LL = 2 kN/m², Thickness of the slab=0.12 m, flooring cover = 2 kN/m?. f'. = 21 MPa, f, = 420 MPa. B2 2 2.00 2.50 00 В1 B3 3.50 00'
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